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Geotextiles in Embankment Dams - Association of State Dam Safety ...

Geotextiles in Embankment Dams - Association of State Dam Safety ...

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<strong>Geotextiles</strong> <strong>in</strong> <strong>Embankment</strong> <strong><strong>Dam</strong>s</strong>3.1.2 Internal chimney and horizontal blanket dra<strong>in</strong>s<strong>Geotextiles</strong> have been used <strong>in</strong> a limited number <strong>of</strong> applications as the filter<strong>in</strong>gelement or <strong>in</strong> conjunction with conventional graded granular filters <strong>in</strong> dra<strong>in</strong>ageapplications with<strong>in</strong> dams (figs. 3.3 through 3.5). Dra<strong>in</strong>age capacity is necessary tolower the phreatic surface <strong>in</strong> dams for improved slope stability <strong>of</strong> the embankmentor simply located to control nuisance seepage that can susta<strong>in</strong> a wet toe or abutment<strong>of</strong> a dam and/or downstream wet area. Filters protect the upstream soil from be<strong>in</strong>geroded <strong>in</strong>to the dra<strong>in</strong>.Figure 3.3.—Illustration <strong>of</strong> a chimney filter and dra<strong>in</strong> <strong>in</strong>corporat<strong>in</strong>g a geotextile filter. Thisconfiguration is not consistent with accepted practice by most dam eng<strong>in</strong>eers.Figure 3.4.—Illustration <strong>of</strong> a blanket dra<strong>in</strong> <strong>in</strong>corporat<strong>in</strong>g a geotextile filter. Thisconfiguration is not considered as accepted practice by most dam eng<strong>in</strong>eers.60

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